JPH026149Y2 - - Google Patents

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Publication number
JPH026149Y2
JPH026149Y2 JP8279482U JP8279482U JPH026149Y2 JP H026149 Y2 JPH026149 Y2 JP H026149Y2 JP 8279482 U JP8279482 U JP 8279482U JP 8279482 U JP8279482 U JP 8279482U JP H026149 Y2 JPH026149 Y2 JP H026149Y2
Authority
JP
Japan
Prior art keywords
rim
water
hole
supply chamber
water supply
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP8279482U
Other languages
Japanese (ja)
Other versions
JPS58185674U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP8279482U priority Critical patent/JPS58185674U/en
Publication of JPS58185674U publication Critical patent/JPS58185674U/en
Application granted granted Critical
Publication of JPH026149Y2 publication Critical patent/JPH026149Y2/ja
Granted legal-status Critical Current

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  • Sanitary Device For Flush Toilet (AREA)

Description

【考案の詳細な説明】 本考案は水洗便器、特に洗浄水が便鉢洗浄用の
リム射水孔と、汚物排出用のトラツプ溜水面下に
開口する噴水孔とに分配して供給される形式の水
洗便器の改良に関する。
[Detailed description of the invention] The present invention is a flush toilet, in particular, a type in which flush water is distributed and supplied to a rim water injection hole for flushing the toilet bowl and a fountain hole opening below the surface of a trap reservoir for draining waste. Regarding improvements to flush toilets.

従来、リム射水孔とトラツプ溜水面下に位置す
る噴水孔とを有するものには、サイホン式、サイ
ホンジエツト式、ブローアウト式と称されるもの
がある。第4図と第5図に壁側に排水する構造の
サイホン式便器が示されており、給水源に連絡す
る給水室30とリム連絡孔31により連通するよ
うに便鉢32上端に環状のリム通水路33が形成
してあり、同通水路には便鉢32方向に射水して
洗浄できるようにリム射水孔34が穿設してあ
る。またトラツプ部35の溜水面下に開口する噴
水孔36が上記給水室30に連絡して設けられ
て、同噴水孔から排水路37へ向けて吐水し汚物
を押し流して排出するようにしている。またこの
噴水孔36からの噴流により、特にサイホン式お
よびサイホンジエツト式の便器においてはサイホ
ン現象を助長させることができるようにしてい
る。
Conventionally, there are types called siphon type, siphon jet type, and blowout type which have a rim water injection hole and a water fountain located below the trap water surface. FIGS. 4 and 5 show a siphon-type toilet with a structure that drains water toward the wall. An annular rim is attached to the upper end of the toilet bowl 32 so as to communicate with the water supply chamber 30 connected to the water supply source through a rim communication hole 31. A water passage 33 is formed, and a rim water injection hole 34 is bored in the water passage so that water can be sprayed toward the toilet bowl 32 for washing. Further, a water fountain hole 36 that opens below the water reservoir surface of the trap section 35 is provided in communication with the water supply chamber 30, and water is spouted from the water fountain hole toward a drainage channel 37 to wash away and discharge dirt. Further, the jet flow from the water fountain hole 36 can promote the siphon phenomenon, especially in siphon type and siphon jet type toilet bowls.

上記構成の便器においては、リム射水孔34か
らの吐水量と噴水孔36からのそれとの比を、便
鉢32の最適洗浄と排水路37からの汚物の押出
し排出を効率的に行うためにある一定の値となる
ようにする必要がある。この吐水量比を決定する
ものは、給水室30とリム通水路33とを連絡す
るリム連絡孔31、及び噴水孔36の開口面積の
大小であり、開口面積が大のほうには多量の吐水
が、又、開口面積が小のほうには少量の吐水がな
されて二吐水量に一定の比を持たせることができ
る。
In the toilet bowl configured as described above, the ratio between the amount of water discharged from the rim water injection hole 34 and that from the water fountain hole 36 is set in order to optimally clean the toilet bowl 32 and efficiently push out waste from the drainage channel 37. It is necessary to maintain a constant value. What determines this water discharge ratio is the size of the opening area of the rim communication hole 31 that connects the water supply chamber 30 and the rim passageway 33, and the water fountain hole 36. However, a small amount of water is spouted to the one with the smaller opening area, so that a constant ratio can be maintained between the two volumes of water spouted.

また二方向からの吐水量の比は便器の形式や洗
浄水流路細部の構造などにより異なるが、一般に
は噴水孔36からの吐水量のほうがリム射水孔3
4からのそれよりも多くなるようにしている。従
つて前述の開口面積の関係から、リム射水孔34
からの吐水を小となすためにリム連絡孔31を小
さくして開口面積が狭くなるように構成してい
る。
Although the ratio of the amount of water spouted from the two directions differs depending on the type of toilet bowl and the detailed structure of the flushing water flow path, generally speaking, the amount of water spouted from the water fountain 36 is higher than that from the rim water jetting hole 3.
I am trying to make it more than that from 4. Therefore, from the above-mentioned opening area relationship, the rim water injection hole 34
In order to reduce water discharge from the rim, the rim communication hole 31 is made small so that the opening area becomes narrow.

以上のような構造においては、洗浄用タンクや
フラツシユバルブ等から供給される洗浄水は、給
水室30からリム連絡孔31を通つてリム通水路
33内に入る。この時、給水室30内で水の中に
混入し圧縮された気泡が開口面積の小さいリム連
絡孔31を経てリム通水路33内に流入した時点
で膨張して騒音を発生するという欠点がある。
In the structure described above, cleaning water supplied from the cleaning tank, flush valve, etc. enters the rim passageway 33 from the water supply chamber 30 through the rim communication hole 31. At this time, there is a drawback that air bubbles mixed into the water and compressed in the water supply chamber 30 expand and generate noise when they flow into the rim passageway 33 through the rim communication hole 31, which has a small opening area. .

本考案は以上のような問題を解消しようとする
もので、洗浄水吐水初期において、リム連絡孔を
洗浄水が通過する際に生ずる騒音を低減させるこ
とを目的とするものである。
The present invention is an attempt to solve the above-mentioned problems, and aims to reduce the noise generated when the wash water passes through the rim communication hole at the initial stage of discharging the wash water.

本考案は、リム通水路及びトラツプ部の噴水部
への流路を持つ水洗便器において、前記リム連絡
孔へ入り込む水を流入直前で迂回させる流路抵抗
体を前記給水室に設け、前記リム連絡孔の開口面
積を、前記流路抵抗体による流路抵抗分の流量減
少を補償する大きさとし、前記給水室からリム通
水路及び噴水孔までの流路を、前記リム通水路側
へ向かう流量が噴水孔へ向かう流量よりも小さく
設定可能な構成としたものである。
The present invention provides a flush toilet having a rim passageway and a flow passage to a fountain part of a trap part, in which a flow passage resistor is provided in the water supply chamber to detour water entering the rim communication hole immediately before inflow, and the rim communication hole The opening area of the hole is set to a size that compensates for the decrease in flow rate due to the flow path resistance due to the flow path resistor, and the flow path from the water supply chamber to the rim passageway and the fountain hole is made such that the flow rate toward the rim passageway side is The configuration allows the flow rate to be set smaller than the flow rate toward the fountain hole.

給水室からリム通水路へ向かう水は流路抵抗体
による流路抵抗を受けるが、これによるリム通水
路側への流量の減少を補償できる開口面積をリム
連絡孔に持たせることによつて、リム通水路側へ
の流量低下がなくなると同時に、リム通水路への
流入流速を低下させて気泡の急激膨張を抑え、騒
音の発生を防止する。また、噴水孔側への流量よ
りもリム通水路側への流量が小さくなるような流
路構造とすることにより、噴水孔側とリム通水路
側への流量比も洗浄に好適な値に設定できる。
Water flowing from the water supply chamber to the rim passageway is subject to flow path resistance by the flow path resistor, but by providing the rim communication hole with an opening area that can compensate for the decrease in flow rate toward the rim passageway side due to this, At the same time, the flow rate drop toward the rim passageway side is eliminated, and at the same time, the inflow velocity into the rim passageway is reduced to suppress rapid expansion of bubbles and prevent the generation of noise. In addition, by creating a flow path structure in which the flow rate towards the rim passageway side is smaller than the flow rate towards the fountain hole side, the flow rate ratio between the fountain hole side and the rim passageway side is set to a value suitable for cleaning. can.

以下、添付図面に示す実施例に基いて説明す
る。第1図、第2図、及び第3図に本考案に係る
水洗便器が示されており、これは前述の従来型と
同様の壁排水型であり、構造も要部を除いて同じ
である。
Embodiments will be described below based on embodiments shown in the accompanying drawings. Figures 1, 2, and 3 show a flush toilet according to the present invention, which is a wall drainage type similar to the conventional type described above, and has the same structure except for the main parts. .

図中1は便器本体、2は給水源側に連絡する給
水室で、同給水室は従来型より開口面積の大きい
リム連絡孔3により便鉢4の上端外周に設けられ
る中空環状のリム通水路5に連通し、同リム通水
路5の下部壁にはリム射水孔6が便鉢4方向に所
要ピツチにて穿設してある。7は給水室2に中空
の側路12により連絡し便鉢4下部のトラツプ部
8に開口する噴水孔で、同噴水孔からの噴流はト
ラツプ部8以降の排水路9に至り、排出口10よ
り排便管(図示せず。)へ流出する。
In the figure, 1 is the toilet bowl body, 2 is a water supply chamber that communicates with the water supply side, and the water supply chamber is a hollow annular rim water passage provided on the outer periphery of the upper end of the toilet bowl 4 through a rim communication hole 3 that has a larger opening area than conventional types. 5, and rim water injection holes 6 are bored in the lower wall of the rim passageway 5 at required pitches in the direction of the toilet bowl 4. Reference numeral 7 denotes a water fountain hole that communicates with the water supply chamber 2 through a hollow side channel 12 and opens into the trap section 8 at the bottom of the toilet bowl 4. The jet from the fountain hole reaches the drain channel 9 after the trap section 8, and is discharged through the discharge port 10. It flows out into the defecation pipe (not shown).

リム連絡孔3の開口域の前方であつて給水室2
内の上壁2aから所要量下方に伸延する流路抵抗
体をなす障壁11が形成してある。本実施例では
リム連絡孔3は第2図で示すように便器本体軸線
より偏心して設けてあり、このために、障壁11
はリム通水路5側の隔壁2bと軸線方向の一側壁
2cとを連絡するような〓状断面に形成してい
る。
The water supply chamber 2 is located in front of the opening area of the rim communication hole 3.
A barrier 11 serving as a flow path resistor is formed and extends downward by a required amount from the upper wall 2a. In this embodiment, the rim communication hole 3 is provided eccentrically from the axis of the toilet main body as shown in FIG.
is formed in a cross section that connects the partition wall 2b on the side of the rim passageway 5 and one side wall 2c in the axial direction.

上記構成により給水源から給水室2へ供給され
た洗浄水は、第1図、第2図の矢印A,Bで示す
ようにリム連絡孔3、及び側路12を経て噴水孔
7の二方向へ分流する。この時、第1図で示すよ
うにリム連絡孔3へ向う水の流線は障壁11によ
り屈曲させられ同障壁11が流路抵抗を増大する
ように作用し、従つてリム連絡孔3に達する水の
流速は低下する。故にリム連絡孔3からリム通水
路5内に流入する流速が小となるためと、同リム
連絡孔3の開口面積が大きいために、同リム連絡
孔通過後にリム通水路5内に流入する時の流路拡
開度が小さくでき圧縮気泡の膨張を抑制できるの
で騒音の発生を低減させることができる。
With the above configuration, the cleaning water supplied from the water supply source to the water supply chamber 2 passes through the rim communication hole 3 and the side passage 12 in two directions to the fountain hole 7, as shown by arrows A and B in FIGS. 1 and 2. Divert to. At this time, as shown in FIG. 1, the flow line of water heading toward the rim communication hole 3 is bent by the barrier 11, which acts to increase the flow resistance, and therefore reaches the rim communication hole 3. The water flow rate decreases. Therefore, because the velocity of the flow flowing into the rim passageway 5 from the rim communication hole 3 is small and because the opening area of the rim communication hole 3 is large, when the flow flows into the rim passageway 5 after passing through the rim communication hole 3. Since the flow path expansion degree can be reduced and the expansion of compressed bubbles can be suppressed, noise generation can be reduced.

前述したようにリム射水孔6からと噴水孔7か
らの吐水量はある一定の比を満足することが必要
であるが、このためにリム連絡孔3の開口面積及
び同連絡孔を通過する水の流速に影響を与える障
壁11の流路抵抗を予め算定して、リム連絡孔3
及び障壁11の寸法形状を決定する。
As mentioned above, it is necessary that the amount of water discharged from the rim water injection hole 6 and from the water fountain hole 7 satisfy a certain ratio. The flow path resistance of the barrier 11 that affects the flow velocity of the rim communication hole 3 is calculated in advance.
and determine the size and shape of the barrier 11.

即ち、障壁11を設けて流路抵抗を増して流速
を減じた分リム連絡孔3の開口面積を水が流入し
やすいように大きくしてやれば良く、これは「流
体の連続の式」を用いれば大概の算定ができる。
In other words, by providing the barrier 11 to increase the flow path resistance and reduce the flow velocity, the opening area of the rim communication hole 3 can be increased to make it easier for water to flow in. This can be done using the "fluid continuity equation". Can do most calculations.

このことを実際の寸法値で示すと、従来型で述
べた水洗便器のリム連絡孔31の開口は15×30mm
でありリム射水孔34からの吐水量と噴水孔36
からの吐水量の比は略6:4であつた。一方、本
考案の便器において障壁11を設けて、リム連絡
孔3の開口を17×40mmとすれば上記の吐水量比は
同じく6:4とすることができた。
To show this in actual dimensions, the opening of the rim communication hole 31 of the flush toilet described in the conventional type is 15 x 30 mm.
The amount of water discharged from the rim water injection hole 34 and the water fountain hole 36
The ratio of the amount of water discharged was approximately 6:4. On the other hand, in the toilet bowl of the present invention, if the barrier 11 was provided and the opening of the rim communication hole 3 was set to 17 x 40 mm, the above water discharge ratio could be similarly set to 6:4.

第6図と第7図に本考案に係る水洗便器と従来
型のものとを使用した場合の洗浄時騒音の測定デ
ータが示されており、両データは横軸に時間を、
縦軸に騒音値(単位;dB)がとつてある。
Figures 6 and 7 show measurement data of noise during flushing when using the flush toilet according to the present invention and a conventional type, and both data are plotted with time on the horizontal axis.
The vertical axis shows the noise value (unit: dB).

両データにおいて時間帯域Tが、洗浄開始直後
において洗浄水が給水室2,30からリム連絡孔
3,31を経てリム通水路5,33に流入する時
点である。両データを比較すると、本考案による
ものは従来型のものに比べピーク時で約4dB、時
間帯域Tの平均で約5dB程度低くなつており、騒
音値の低減がこれにより確認された。
In both data, the time band T is the point in time immediately after the start of cleaning when cleaning water flows from the water supply chambers 2, 30 through the rim communication holes 3, 31 into the rim water passages 5, 33. Comparing both data, the noise level of the device according to the present invention was lower than that of the conventional type by about 4 dB at the peak time and about 5 dB on average in the time band T, which confirmed the reduction in the noise level.

尚、噴水孔7からも気泡を含んだ水が吐出され
るが、溜水面下であるため騒音が伝播するのは極
めて少ない。
Note that water containing bubbles is also discharged from the fountain hole 7, but since it is below the surface of the reservoir, there is very little noise propagation.

以上のように本考案によれば、リム射水孔から
と、噴水孔からの吐水量の割合を最適状態に保つ
たままで、洗浄初期騒音を低減できるという効果
がある。
As described above, according to the present invention, it is possible to reduce initial cleaning noise while maintaining the ratio of the amount of water discharged from the rim water injection hole and the water discharged from the water fountain hole to an optimum state.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る水洗便器の側断面図、第
2図は同第1図の−線で切欠した1部切欠平
面図、第3図は第1図の−線で切欠した一部
切欠正面図、第4図は従来型の水洗便器の側断面
図、第5図は同第4図の−線で切欠した一部
切欠平面図、第6図、第7図は各々本考案に係る
水洗便器及び従来型水洗便器の洗浄時騒音を示す
測定データである。 1……便器本体、2……給水室、3……リム連
絡孔、4……便鉢、5……リム通水路、6……リ
ム射水孔、7……噴水孔、8……トラツプ部、1
1……障壁(流路抵抗体)。
Fig. 1 is a side sectional view of the flush toilet according to the present invention, Fig. 2 is a partially cutaway plan view taken along the - line in Fig. 1, and Fig. 3 is a partially cutaway plan view taken along the - line in Fig. 1. FIG. 4 is a side sectional view of a conventional flush toilet, FIG. 5 is a partially cutaway plan view taken along the - line in FIG. 4, and FIGS. This is measurement data showing noise during flushing of such flush toilets and conventional flush toilets. 1...Toilet main body, 2...Water supply chamber, 3...Rim communication hole, 4...Toilet bowl, 5...Rim passageway, 6...Rim water injection hole, 7...Water hole, 8...Trap section ,1
1... Barrier (flow path resistor).

Claims (1)

【実用新案登録請求の範囲】 便器本体の便鉢上端縁の全外周に亘つて、給水
室にその一端を開口してリム連絡孔となる中空環
状のリム通水路を形成し、同リム通水路に便鉢方
向に開口するリム射水孔を所要ピツチにて穿設
し、かつ上記給水室に連絡しトラツプ部の溜水面
下に開口する噴水孔を有する構成の水洗便器であ
つて、 前記リム連絡孔へ入り込む水を流入直前で迂回
させる流路抵抗体を前記給水室に設け、 前記リム連絡孔の開口面積を、前記流路抵抗体
による流路抵抗分の流量減少を補償する大きさと
し、 前記給水室からリム通水路及び噴水孔までの流
路を、前記リム通水路側へ向かう流量が噴水孔へ
向かう流量よりも小さく設定可能な構成としたこ
とを特徴とする水洗便器。
[Scope of Claim for Utility Model Registration] A hollow annular rim passageway is formed over the entire outer circumference of the upper edge of the toilet bowl of the toilet bowl body, one end of which is opened in the water supply chamber to serve as a rim communication hole; A flush toilet having a configuration in which rim water injection holes opening toward the toilet bowl are bored at required pitches, and a water fountain hole communicating with the water supply chamber and opening below the water reservoir surface of the trap part, wherein the rim communication A flow path resistor is provided in the water supply chamber that detours water entering the hole immediately before inflow, and the opening area of the rim communication hole is set to a size that compensates for a decrease in flow rate due to the flow path resistance due to the flow path resistor, and A flush toilet characterized in that the flow path from the water supply chamber to the rim passageway and the fountain hole is configured such that the flow rate toward the rim passageway side can be set to be smaller than the flow rate toward the fountain hole.
JP8279482U 1982-06-02 1982-06-02 flush toilet Granted JPS58185674U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8279482U JPS58185674U (en) 1982-06-02 1982-06-02 flush toilet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8279482U JPS58185674U (en) 1982-06-02 1982-06-02 flush toilet

Publications (2)

Publication Number Publication Date
JPS58185674U JPS58185674U (en) 1983-12-09
JPH026149Y2 true JPH026149Y2 (en) 1990-02-14

Family

ID=30091832

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8279482U Granted JPS58185674U (en) 1982-06-02 1982-06-02 flush toilet

Country Status (1)

Country Link
JP (1) JPS58185674U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998016696A1 (en) * 1996-10-15 1998-04-23 Toto Ltd. Flush toilet

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0735891Y2 (en) * 1989-07-31 1995-08-16 株式会社イナックス Flush toilet

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998016696A1 (en) * 1996-10-15 1998-04-23 Toto Ltd. Flush toilet

Also Published As

Publication number Publication date
JPS58185674U (en) 1983-12-09

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